EP0848119B1 - Raccordement d'armature - Google Patents

Raccordement d'armature Download PDF

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Publication number
EP0848119B1
EP0848119B1 EP97121902A EP97121902A EP0848119B1 EP 0848119 B1 EP0848119 B1 EP 0848119B1 EP 97121902 A EP97121902 A EP 97121902A EP 97121902 A EP97121902 A EP 97121902A EP 0848119 B1 EP0848119 B1 EP 0848119B1
Authority
EP
European Patent Office
Prior art keywords
reinforcement
connection according
projection
reinforcement connection
bearing face
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP97121902A
Other languages
German (de)
English (en)
Other versions
EP0848119A1 (fr
Inventor
Manfred Dierichs
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Schoeck Bauteile GmbH
Original Assignee
Schoeck Bauteile GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Publication of EP0848119A1 publication Critical patent/EP0848119A1/fr
Application granted granted Critical
Publication of EP0848119B1 publication Critical patent/EP0848119B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • E04G21/125—Reinforcement continuity box

Definitions

  • the invention relates to a reinforcement connection for connecting reinforcement elements of adjacent concrete components, in particular in the area of construction or expansion joints, consisting of at least one first reinforcement element for the first concrete component and at least one second reinforcement element for the second concrete component, a support element for at least one reinforcement element in the first concrete component is concreted in and the reinforcement elements come into positive engagement directly or via the support element, if any, by twisting, in that the one reinforcement element has at least one projection which can be clamped to at least one load-transmitting bearing surface of the other reinforcement element or of the support element, if any, by the rotation .
  • Reinforcement connections of this type are required to connect the reinforcement of a concrete component, for example a ceiling slab, with the reinforcement of an adjoining component, for example a wall.
  • the problem is that the reinforcement for the second component cannot be passed through the formwork for the first component.
  • a reinforcement connection similar to the type described above has become known from DE-A 28 29 941. It consists of a support element, which is nailed together with the reinforcement bars for the first concrete component to the inside of the formwork for this first concrete component, whereby special cover caps ensure that the concrete does not reach the connecting parts of the support element for the reinforcement bars of the second concrete component. After the first concrete component has hardened and the formwork and the cover caps mentioned have been removed, the reinforcement bars for the second concrete component are inserted into the connections mentioned in the support element.
  • These connecting parts are U-shaped tabs which have openings on their side walls into which the hammer-head-like ends of the reinforcement elements for the second concrete component engage in a form-fitting manner.
  • Another problem is that the reinforcement elements to be connected have to be pivoted by almost 90 ° in order to ensure a non-positive connection and bracing relative to the other reinforcement element.
  • Such a pivoting movement is problematic in the frequently occurring connection of a ceiling to a wall or a beam using partially prefabricated ceiling panels, because the necessary ironing in the ceiling panel prevents the pivoting movement.
  • reinforcement connections with continuous reinforcement bars are known (DE-A 32 32 697).
  • the reinforcement bars for the second concrete component must first be bent at right angles so that they remain in the space within the formwork panel for the first concrete component. After stripping, they are then bent out so that they are available for concreting the second component.
  • the object of the present invention is to improve the known reinforcement connection in such a way that it is distinguished on the one hand by its high load-bearing capacity and on the other hand by simple handling.
  • the load-transmitting bearing surface is formed by an annular surface with an approximately radial slot that this annular surface is limited on the outside by an at least locally raised edge and that the other reinforcement element can be inserted through the slot mentioned to the center of the bearing surface and then can be placed with its projection on the bearing surface, the bracing of the bearing surfaces by an elastic element or by wedge surfaces or by threads can be done.
  • This design provides a large-area support between the reinforcement elements, since the load is transferred via an annular surface.
  • This ring-shaped surface is not limited to circular rings, but can also have an oval or polygonal contour. All that is essential is that the narrow-edged mounting practiced up to now is replaced by a full-surface mounting that extends in the circumferential direction.
  • Another advantage is that a high load transmission is not only guaranteed after a 90 ° rotation of the inserted reinforcement element but already with a much smaller pivoting of only 40 °, for example.
  • the direction of the pivoting is not predetermined, that is to say that pivoting leads to positive locking between the two reinforcement elements in both the one and in the other direction. This makes handling considerably easier or even possible with ironed ceiling panels.
  • the lateral horizontal insertion of the reinforcement element transversely to the pivot axis and thus transversely to the load direction through a slot in the other reinforcement element the advantage that the positive locking between the two parts is maintained regardless of the rotational position of the reinforcement elements to each other.
  • the reinforcement elements in the prior art are inserted into the reinforcement connection from below, that is to say in the direction of force, and only locked by rotation, with the result that they can fall out of the reinforcement lock if they are swiveled back unintentionally.
  • the bearing surface of the projection has at least one recess on the outer circumference, which corresponds to a stop overlapping the projection in such a way that the projection can only be inserted into the reinforcement lock in a certain angular position, and that when twisted the lead then slides under the stop and is held by it positively, preferably even slightly braced.
  • the projection can have inclined wedge surfaces on its side opposite the bearing surface, which correspond to the abutment mentioned.
  • the bearing surface of the reinforcement elements can be flat, but it can also be inclined centering surfaces, in particular convex or concave surfaces.
  • the reinforcement element to be inserted from the outside can be mounted on the support element;
  • the direct connection to the first reinforcement element is more favorable because the support element does not have to transmit any significant forces and can be designed as a simple formwork box.
  • the support element 1 consists of a formwork box, which contains several spaced-apart reinforcement connections 2. These reinforcement connections form the connection between the first reinforcement bars 3, which in the exemplary embodiment initially run upwards a little and then run through the supporting element in the direction of the first component to be concreted, on the one hand, and second reinforcement bars 4, which run from the reinforcement connections 2 starting to run down a bit and then turn horizontally to the second component to be concreted.
  • the last-mentioned reinforcement bars 4 are formed in the exemplary embodiment as separate elements which are only hooked into the reinforcement connections 2 after the first component has been concreted, that is to say in FIG. 1 the component located behind the supporting element 1.
  • the supporting element 1 can be nailed to a non-illustrated formwork panel via its edges 1a and 1b, which are bent so far that the reinforcement connections have space in the cavity formed, so that the reinforcement connections during the subsequent concreting of the so-called first concrete component in the area of the reinforcement bars 3 are protected from the concrete.
  • the reinforcement connections 2 are exposed and the second reinforcement bars 4 can be suspended, whereupon the second concrete component is concreted, that is to say to the left of the supporting element 1 in FIG. 1.
  • reinforcement bars 4 instead of separate reinforcement bars 4, which are detachably mounted in the reinforcement connections, but which then have to be mounted in the reinforcement connections so that they can be pivoted about a vertical axis the spacer 1 formed cavity can be folded in and do not hinder the nailing of the support element to the formwork. If the reinforcing bars 3 are then concreted, the formwork is removed and the reinforcing bars are pivoted out into the active position shown.
  • Figure 2 illustrates the placement of the reinforcement connections 2 within the support elements 1. It can be seen there that the bent edges 1a and 1b are folded at their ends and receive a cover plate 5. As a result, the cavity in which the reinforcement connections 2 are located is reliably sealed off from the concrete of the first concrete component. This plate 5 is removed after concreting the first concrete component, that is, the component on the left of the supporting element 1 in FIG. 2, then the reinforcing bars 4 are suspended in the reinforcing connections 12, whereupon the second component is concreted on the right of the supporting element 1.
  • the reinforcement connection 2 consists of a hollow cylinder which is welded to the reinforcement bar 3 coming from above and in its interior a storage space 2a with lower, annular ones Has bearing surfaces 2b.
  • the storage space 2a is open at the bottom with a reduced diameter and, according to FIG. 4, has an opening 2c in the form of a stepped vertical slot on part of its circumference.
  • the lower reinforcement bar 4 can be inserted laterally via this opening. It has at its upper end a projection in the form of a projecting collar 4a, which fits into the cavity 2a of the reinforcement connection with play and which at its lower end has bearing surfaces 4b which correspond to the bearing surfaces 2b of the reinforcement connection. If the collar 4a sits on the bottom, it will held in the transverse direction by the raised edge 2f of the reinforcement connection 2.
  • the spring element 6 is shown as a leaf spring which is mounted on the collar 4a of the reinforcing bar 4.
  • the spring element could also be part of the reinforcement connection 2 instead. So that the leaf spring 6 does not make it difficult to insert the reinforcement rod 4 into the reinforcement lock 2, it is expediently oriented in the direction of insertion.
  • FIGS. 3 and 4 also show that the bearing surfaces 2b and 4b are convex and concave, respectively. This has the advantage that an areal contact with these bearing surfaces is obtained even when the reinforcement bar 4 is pivoted slightly to the side. Even then, the full force transmission between the reinforcing bars 3 and 4 is guaranteed.
  • Figure 5 shows a horizontal section through the reinforcement connection 2, but without the lower reinforcing bar 4 and its collar 4a.
  • FIGS. 6 and 7 show a further exemplary embodiment, parts which correspond to one another have the same reference symbols.
  • the bearing surface 2b of the storage space 2a and the bearing surface 4b lying thereon of the collar 4a protruding from the upper end of the reinforcing bar 4 are made horizontal and flat.
  • This embodiment can be produced more easily and more cost-effectively than the convex or concave bearing surfaces shown in FIGS. 3 and 4.
  • the spring element is now designed as a helical spring 6 'which is inserted loosely or attached to the upper end of the storage space 2a.
  • the bearing surfaces 2b and 4b are not braced against one another by a spring element, but rather by a rotating wedge mechanism.
  • this is formed on the one hand by two wedges 4d on the outer circumference of the upper side 4c of the collar 4a.
  • two corresponding projections 2d protrude downward into the cavity from the top of the cavity 2a.
  • the reinforcement element 4 is now inserted through the slot 2c into the cavity 2a of the reinforcement connection 2 and then rotated against it in such a way that the wedges 4d and 2d are supported on one another and the floor Press 4b of the collar 4a onto the bottom 2b of the opening.
  • the position of the wedges is selected so that their bracing occurs when the reinforcement element 4 runs approximately perpendicular to the joint.
  • the tensioned state is shown in FIGS. 8 and 9. It is clear that in this case there is a positive connection upwards and downwards, so that compressive forces can also be transmitted.
  • the reinforcement connection 2 also has a storage space 2a in its interior with a lower annular bearing surface 2b, the storage space 2a being open at the bottom with a reduced diameter and having a vertical slot 2c on part of its circumference. Via this slot, the lower reinforcement bar 4 with its projection 4a can be inserted horizontally from the side. It is then initially located in the upper part of the chamber 2a and, after reaching a position concentric with the reinforcement connection 2, can be moved downward, so that its bearing surface 4b rests on the corresponding bearing surface 2b of the reinforcement connection. The projection 4a is laterally encompassed by the peripheral edge 2f and can no longer slip out of the slot 2c.
  • the projection 4a on its outer cylinder at least one, preferably two vertical Has recesses 4c and that a stop 2e projecting into the storage space 2a is arranged in the reinforcement connection 2.
  • the stop 2e is positioned and dimensioned such that it can be passed through the recess 4c when the projection 4a is inserted, but that after the projection 4a has been placed on the bearing surface 2b with subsequent rotation of the projection with an opposite upper end face of the projection in Contact comes and the projection 4a more or less braced down.
  • the aforementioned upper end face of the projection is denoted by 4d and is wedge-shaped, so that a relatively strong bracing is possible.
  • the arrangement of two recesses 4c offset in the circumferential direction has the advantage that the reinforcement element 4 can be installed in the reinforcement connection 2 in two different angular positions and consequently the subsequent pivoting can take place in one or the other direction, depending on where one is Bracket reinforcement of the ceiling slab must dodge.
  • the stop on the support element 1 it would also be possible to provide the stop on the support element 1 instead.
  • All of the exemplary embodiments have the advantage in common that the load capacity of the reinforcement connection no longer depends on the angle of rotation of the inserted reinforcement element and that the angle of rotation and direction of rotation can be varied considerably more than in the known case, so that the reinforcement connection is particularly suitable for difficult installation conditions.
  • the reinforcement connections for two horizontally adjacent concrete components are shown.
  • the adjacent components can also be in a completely different relationship to one another, in particular vertically one above the other or at an angle.
  • the reinforcing bars protruding on both sides can also have a completely different shape; they should only be positioned approximately axially aligned with each other in the area of the bearing surfaces.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Pens And Brushes (AREA)
  • Reinforcement Elements For Buildings (AREA)

Claims (13)

  1. Raccord pour armature (2) destiné à assurer la liaison entre les éléments d'armature (3, 4) des éléments de construction en béton contigus, en particulier dans la zone des joints de reprise ou joints de dilatation, comprenant au moins un premier élément d'armature (3) pour le premier élément de construction en béton et au moins un deuxième élément d'armature (4) pour le deuxième élément de construction en béton, un élément de support (1) pour au moins un élément d'armature (3, 4) étant inséré, le cas échéant, dans le premier élément de construction en béton et, à la suite d'un mouvement de rotation, les éléments d'armature (3, 4) entrant en prise par conjugaison de forme l'un avec l'autre soit directement, soit par l'intermédiaire de l'élément de support (1) éventuellement présent, du fait que l'un des éléments d'armature (4) comporte au moins une saillie (4a), qui peut être serrée par le mouvement de rotation mentionné contre au moins une surface d'appui (2b) transmettant la charge, de l'autre élément d'armature (3) ou de l'élément de support (1) éventuellement présent, caractérisé en ce que la surface d'appui (2b) transmettant la charge est formée par une surface circulaire avec une fente (2c) pratiquement radiale, en ce que ladite surface circulaire est délimitée à l'extérieur par un bord (2f) relevé au moins localement et en ce que l'autre élément d'armature (4) peut être enfiché à travers ladite fente (2c) jusque pratiquement au milieu de la surface d'appui (2b) et peut alors être posé avec sa saillie (4a) sur la surface d'appui (2b), le serrage des surfaces d'appui (2b, 4b) étant assuré par un élément élastique (6) ou des faces obliques (4d) ou par des pas de vis.
  2. Raccord pour armature selon la revendication 1, caractérisé en ce que la surface d'appui (2b) circulaire transmettant la charge s'étend sur un pourtour de 180° au moins, en particulier au moins 250° environ.
  3. Raccord pour armature selon la revendication 1, caractérisé en ce que la surface d'appui (4b) de la saillie (4a) est également formée par une surface circulaire.
  4. Raccord pour armature selon la revendication 3, caractérisé en ce que la surface d'appui (4b) de la saillie (4a) s'étend sur un pourtour de 250° au moins, en particulier au moins 300° environ.
  5. Raccord pour armature selon la revendication 3, caractérisé en ce que la saillie (4a) comporte sur la périphérie extérieure au moins un évidement (4c).
  6. Raccord pour armature selon la revendication 5, caractérisé en ce que l'évidement (4c) correspond avec une butée (2e) s'engageant au-dessus de la saillie (4a).
  7. Raccord pour armature selon la revendication 6, caractérisé en ce que la saillie (4a), sur son côté opposé à la surface d'appui (4b), comporte des surfaces en oblique (4d) inclinées, qui peuvent être serrées contre la butée (2e).
  8. Raccord pour armature selon la revendication 1, caractérisé en ce que l'un des éléments d'armature (4) est logé dans une chambre (2a) qui communique directement avec l'autre élément d'armature (3).
  9. Raccord pour armature selon la revendication 1, caractérisé en ce que les surfaces d'appui (2b, 4b) sont planes.
  10. Raccord pour armature selon la revendication 1, caractérisé en ce que les surfaces d'appui (2b, 4b) comportent des surfaces de centrage inclinées, en particulier des surfaces convexes ou concaves.
  11. Raccord pour armature selon la revendication 1, caractérisé en ce que l'élément de support (1) est réalisé en forme de coque par des bords (1a, 1b) s'avançant en saillie.
  12. Raccord pour armature selon la revendication 11, caractérisé en ce que ledit raccord pour armature est disposé sur la face de l'élément de support (1) opposée au premier élément de construction en béton.
  13. Raccord pour armature selon la revendication 1, caractérisé en ce que l'élément de support (1) comporte plusieurs éléments d'armature (3, 4) juxtaposés.
EP97121902A 1996-12-16 1997-12-12 Raccordement d'armature Expired - Lifetime EP0848119B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19651946 1996-12-16
DE19651946A DE19651946A1 (de) 1996-12-16 1996-12-16 Bewehrungsanschluß

Publications (2)

Publication Number Publication Date
EP0848119A1 EP0848119A1 (fr) 1998-06-17
EP0848119B1 true EP0848119B1 (fr) 2001-09-19

Family

ID=7814643

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97121902A Expired - Lifetime EP0848119B1 (fr) 1996-12-16 1997-12-12 Raccordement d'armature

Country Status (3)

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EP (1) EP0848119B1 (fr)
AT (1) ATE205910T1 (fr)
DE (2) DE19651946A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202008012349U1 (de) * 2008-09-17 2008-11-27 Schöck Bauteile GmbH Vorrichtung zur Querkraftübertragung
KR101661998B1 (ko) 2015-03-11 2016-10-19 주식회사 제드건축사사무소 열교 차단형 외부통로 연결 구조체 및 그 시공방법
KR101663205B1 (ko) 2016-07-09 2016-10-10 주식회사 제드건축사사무소 열교 차단형 외부통로 연결 구조체 및 그 시공방법

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2386473A (en) * 1944-11-14 1945-10-09 Kanary Mark Henry Recouping buckle
DE2216302A1 (de) * 1972-04-05 1973-10-18 Zueblin Ag Verbindungselement fuer bewehrungsstaebe von betonfertigbauteilen
DE2631505B2 (de) * 1976-07-09 1978-08-31 Papke, Harald, 1000 Berlin In Stahlbetonbauteile einbettbare Ankerschiene mit C-förmigem Querschnitt
DE2829941C3 (de) * 1978-07-05 1981-03-12 Deutsche Kahneisen Gesellschaft West Gmbh, 1000 Berlin Vorrictung zum Verbinden von Stahlbewehrungen
BE896282A (fr) * 1983-03-28 1983-07-18 Myers Claude Boite d'ancrage pour barres a beton
KR840007929A (ko) * 1983-03-28 1984-12-11 클라우드 메이어 콘크리트 구조물의 고정방법 및 이를 위한 지지체와 연결 슬리이브
DE3737645A1 (de) * 1987-11-06 1989-05-24 Schaefer Horst Bewehrungselement und verfahren zum anschluss der bewehrung von nacheinander zu betonierenden stahlbetonbauteilen
DE3805743A1 (de) * 1987-11-06 1989-09-07 Schaefer Horst Bewehrungsanschlusselement und verfahren zum anschluss der bewehrung von nacheinander zu betonierenden stahlbetonbauteilen

Also Published As

Publication number Publication date
ATE205910T1 (de) 2001-10-15
DE19651946A1 (de) 1998-06-18
EP0848119A1 (fr) 1998-06-17
DE59704655D1 (de) 2001-10-25

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